弯矩二次分配法(六层)

,,上柱,下柱,右梁,,左梁,上柱,下柱,右梁,,左梁,上柱,下柱,右梁,,左梁,上柱,下柱,

,,,0.525,0.475,,0.196,,0.216,0.588,,0.588,,0.216,0.196,,0.475,,0.525,

,,,,,,,,,,,,,,,,,,,,

,,,2.30,-131.22,,59.45,,-22.61,-5.71,,-5.71,,22.61,-111.19,,111.19,,2.296,

,,,67.69,61.24,,-6.10,,-6.72,-18.30,,55.44,,20.37,18.48,,-52.82,,-58.37,

,,,19.70,-3.05,,30.62,,-12.10,27.72,,-9.15,,-16.85,-26.41,,9.24,,30.26,

,,,-8.74,-7.91,,-9.06,,-9.99,-27.19,,30.82,,11.32,10.27,,-18.76,,-20.74,

,,,78.65,-80.94,,74.91,,-28.81,-23.48,,71.40,,14.84,-108.84,,48.85,,-48.85,

,,,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,,,,,,

,,0.344,0.344,0.312,,0.161,0.178,0.178,0.483,,0.483,0.178,0.178,0.161,,0.312,0.344,0.344,

,,,,,,,,,,,,,,,,,,,,

,,,30.70,-145.25,,170.08,,-26.68,-7.45,,-7.45,,26.68,170.08,,-145.25,-30.70,,

,,39.41,39.41,35.74,,-21.89,-24.20,-24.20,-65.67,,-91.44,-33.70,-33.70,-30.48,,54.90,60.53,60.53,

,,33.84,19.70,-10.94,,17.87,-3.36,-12.10,-45.72,,-32.83,10.18,-16.85,27.45,,-15.24,-29.19,30.26,

,,-14.66,-14.66,-13.29,,6.97,7.71,7.71,20.92,,5.82,2.14,2.14,1.94,,4.42,4.87,4.87,

,,58.59,44.45,-133.75,,173.04,-19.85,-28.59,-97.92,,-125.90,-21.37,-48.40,168.99,,-101.18,36.21,95.66,

,,,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,,,,,,

,,0.344,0.344,0.312,,0.161,0.178,0.178,0.483,,0.483,0.178,0.178,0.161,,0.312,0.344,0.344,

,,,,,,,,,,,,,,,,,,,,

,,,30.70,-145.25,,170.08,,-26.68,-7.45,,-7.45,,26.68,170.08,,-145.25,-30.70,,

,,39.41,39.41,35.74,,-21.89,-24.20,-24.20,-65.67,,-91.44,-33.70,-33.70,-30.48,,54.90,60.53,60.53,

,,19.70,19.70,-10.94,,17.87,-12.10,-12.10,-45.72,,-32.83,-16.85,-16.85,27.45,,-15.24,30.26,30.26,

,,-9.79,-9.79,-8.88,,8.38,9.26,9.26,25.14,,18.88,6.96,6.96,6.29,,-14.13,-15.58,-15.58,

,,49.32,49.32,-129.34,,174.45,-27.04,-27.04,-93.70,,-112.84,-43.59,-43.59,173.35,,-119.73,75.21,75.21,

,,,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,,,,,,

,,0.344,0.344,0.312,,0.161,0.178,0.178,0.483,,0.483,0.178,0.178,0.161,,0.312,0.344,0.344,

,,,,,,,,,,,,,,,,,,,,

,,,30.70,-145.25,,170.08,,-26.68,-7.45,,-7.45,,26.68,170.08,,-145.25,-30.70,,

,,39.41,39.41,35.74,,-21.89,-24.20,-24.20,-65.67,,-91.44,-33.70,-33.70,-30.48,,54.90,60.53,60.53,

,,19.70,19.70,-10.94,,17.87,-12.10,-12.10,-45.72,,-32.83,-16.85,-16.85,27.45,,-15.24,30.26,30.26,

,,-9.79,-9.79,-8.88,,8.38,9.26,9.26,25.14,,18.88,6.96,6.96,6.29,,-14.13,-15.58,-15.58,

,,49.32,49.32,-129.34,,174.45,-27.04,-27.04,-93.70,,-112.84,-43.59,-43.59,173.35,,-119.73,75.21,75.21,

,,,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,,,,,,

,,0.344,0.344,0.312,,0.161,0.178,0.178,0.483,,0.483,0.178,0.178,0.161,,0.312,0.344,0.344,

,,,,,,,,,,,,,,,,,,,,

,,,30.70,-145.25,,170.08,,-26.68,-7.45,,-7.45,,26.68,170.08,,-145.25,-30.70,,

,,39.41,39.41,35.74,,-21.89,-24.20,-24.20,-65.67,,-91.44,-33.70,-33.70,-30.48,,54.90,60.53,60.53,

,,19.70,21.36,-10.94,,17.87,-12.10,-10.20,-45.72,,-32.83,-16.85,-14.20,27.45,,-15.24,30.26,25.51,

,,-10.36,-10.36,-9.40,,8.07,8.93,8.93,24.22,,17.60,6.48,6.48,5.87,,-12.65,-13.94,-13.94,

,,48.75,50.41,-129.86,,174.14,-27.37,-25.47,-94.61,,-114.13,-44.06,-41.41,172.92,,-118.24,76.85,72.10,

,,,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,,,,,,

,,0.373,0.29,0.337,,0.175,0.15,0.15,0.525,,0.525,0.15,0.15,0.175,,0.337,0.29,0.373,

,,,,,,,,,,,,,,,,,,,,

,,,30.70,-145.25,,170.08,,-26.68,-7.45,,-7.45,,26.68,170.08,,-145.25,-30.70,,

,,42.73,33.22,38.60,,-23.79,-20.39,-20.39,-71.38,,-99.39,-28.40,-28.40,-33.13,,59.30,51.03,65.63,

,,19.70,,-11.90,,19.30,-12.10,0.00,-49.69,,-35.69,-16.85,,29.65,,-16.56,30.26,,

,,-2.91,-2.26,-2.63,,7.44,6.37,6.37,22.31,,12.02,3.43,3.43,4.01,,-4.62,-3.97,-5.11,

,,59.52,30.96,-121.18,,173.03,-26.12,-14.02,-106.21,,-130.51,-41.81,-24.96,170.61,,-107.14,77.32,60.52,

,,,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,,,,,,

,,29.76,,,,,-13.06,,,,,-20.91,,,,,38.66,,

,,在计算竖向恒载和活载作用下框架结构弯矩时要多次使用弯矩二次分配法，此表为恒载作用下12轴线框架的计算过程，如果大家也是三跨的梁可以参用这个计算器，输入每一层的各节点梁柱分配系数和各节点固端弯矩，即可自动计算生成所有其他数据，注意千万不要改动了表上除各节点梁